Dimensions and section properties for W36X210

Structural sectional properties for a W36X210 standard steel section

steel section diagram

US Customary Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X210
Cross Sectional AreaA61.9 in2
Section Widthb12.2 in
Section Depthd36.7 in
Flange thicknesstf1.36 in
Web thicknesstw0.83 in
Radius of Gyration about X-Xrx14.6 in
Radius of Gyrations about Y-Yry2.58 in
Moment of Inertia about X-XIx13200 in4
Moment of Intertia about Y-YIy411 in4
Elastic Section Modulus about X-XSx719 in3
Elastic Section Modulus about Y-YSy67.5 in3
Plastic Section Modulus about X-XZx833 in3
Plastic Section Modulus about Y-YZy107 in3
St. Venant Torsional ConstantJ28 in4
Warping Torsion ConstantCw128000 in6
Self Weight of sectionWeight210 lb/ft

Metric Units

DescriptionSymbolValue
Shape Category / DesignationTypeW
Section NameNameW36X210
Cross Sectional AreaA39935 mm2
Section Widthb310 mm
Section Depthd932 mm
Flange thicknesstf34.5 mm
Web thicknesstw21.1 mm
Radius of Gyration about X-Xrx371 mm
Radius of Gyrations about Y-Yry66 mm
Moment of Inertia about X-XIx5494000000 mm4
Moment of Intertia about Y-YIy171000000 mm4
Elastic Section Modulus about X-XSx11782000 mm3
Elastic Section Modulus about Y-YSy1106000 mm3
Plastic Section Modulus about X-XZx13650000 mm3
Plastic Section Modulus about Y-YZy1753000 mm3
St. Venant Torsional ConstantJ11654000 mm4
Warping Torsion ConstantCw34373000000000 mm6
Self Weight of sectionWeight313 kg/m

Note: Metric units have been converted from tabulated imperial values and rounded to a reasonable number of significant figures.

A W36X210 steel section is a standard North American steel section in the W - Wide Flange category. It weighs 210 lb/ft and has a cross sectional area of 61.9 in2. The height and width of the section are 36.7 in and 12.2 in respectively.

The section has a tensile yield capacity of:

kip

The section has a flexural plastic moment capacity of:

kip-ft

The section has a flexural elastic moment capacity of:

kip-ft